Pi Plan Ilha
1
CÁLCULO HIDRANTE H4/H3 D63 comum Comp real 5 Comp eqv 1 VRH 5.2 1 EB 1.9 1 RG 0.4 2 CF 1.6 1 TBL 4.3 18.4 Indiv H4 Real 0 Eq. 1 RA 10 10 H3 Real 2.8 Eq 1 TL 3.43 1 RA 10 16.23 PeA = 3 Desnível 2.8 COMUM Q (m³/s) 0.0015 0.002 0.0025 0.003 0.0035 0.00343 0.004 0.005 0.0055 0.006 0.0065 0.007 0.0075 0.008 0.0085 0.009 0.0095 0.01 0.0105 H63 0.163976123 0.279201197 0.421891524 0.591134226 0.786208 0.757366 1.006521 1.52092 1.81419 2.13104 2.4711636 2.834282651 3.220143 3.628509 4.059166 4.51191 4.986553 5.482918 6.000839 PdA 2.836023877 2.720798803 2.578108476 2.408865774 2.213792 2.242634 1.993479 1.47908 1.18581 0.86896 0.5288364 0.165717349 -0.22014 -0.62851 -1.05917 -1.51191 -1.98655 -2.48292 -3.00084 INDIVIDUAL H4 Q (m³/s) 0.0012 0.00125 0.0013 0.00135 0.001448 0.0014 0.00145 0.0015 0.00155 0.0016 0.00165 0.0017 0.00175 0.0018 0.00185 0.0019 0.00195 0.002 0.00205 H63 0.058976537 0.063602983 0.068389458 0.073335023 0.083486 0.078439 0.0837 0.089117 0.094691 0.100419 0.1063015 0.112337425 0.118526 0.124867 0.13136 0.138003 0.144796 0.15174 0.158832 Hman 0.495541109 0.537696516 0.581572551 0.627169216 0.72153 0.674487 0.723524 0.774283 0.826762 0.880962 0.9368824 0.994523475 1.053885 1.114967 1.17777 1.242294 1.308538 1.376503 1.446189 Hreq 0.037639302 0.040841257 0.044173903 0.047637242 0.054804 0.051231 0.054956 0.058811 0.062798 0.066914 0.0711618 0.075539989 0.080049 0.084688 0.089459 0.09436 0.099391 0.104554 0.109847 h4 0.592156948 0.642140756 0.694135913 0.748141481 0.859821 0.804157 0.86218 0.922212 0.98425 1.048295 1.1143457 1.182400889 1.25246 1.324523 1.398589 1.474657 1.552726 1.632796 1.714867 PdH4 0.950642374 1.031512992 1.115684453 1.203156754 1.384178 1.29393 1.388004 1.485379 1.586054 1.690031 1.7973082 1.907886431 2.021765 2.138945 2.259426 2.383208 2.51029 2.640673 2.774357 PdA 1.542799322 1.673653748 1.809820366 1.951298235 2.243998 2.098086 2.250184 2.407591 2.570305 2.738326 2.9116539 3.09028732 3.274226 3.463468 3.658015 3.857864 4.063016 4.27347 4.489225 INDIVIDUAL H3 Q (m³/s) 0.0014 0.00145 0.0015 0.00155 0.0016 0.00165 0.0017 0.00175 0.0018 0.00185 0.0019 0.00195 0.002 0.00205 0.0021 0.002149 0.00215 0.0022 0.00225 H63 0.127306139 0.135844883 0.144637634 0.153683104 0.16298 0.172527 0.182324 0.192368 0.202659 0.213197 0.2239787 0.235004681 0.246274 0.257785 0.269537 0.281287 0.281529 0.293761 0.306232 Hman 0.674486509 0.723524431 0.774282983 0.826762162 0.880962 0.936882 0.994523 1.053885 1.114967 1.17777 1.242294 1.30853824 1.376503 1.446189 1.517595 1.589242 1.590721 1.665569 1.742137 Hreq 0.051231273 0.054955995 0.05881141 0.062797517 0.066914 0.071162 0.07554 0.080049 0.084688 0.089459 0.0943596 0.099391283 0.104554 0.109847 0.11527 0.120712 0.120825 0.12651 0.132326 h3 0.853023921 0.91432531 0.977732027 1.043242783 1.110856 1.180571 1.252387 1.326302 1.402315 1.480426 1.5606323 1.642934204 1.72733 1.81382 1.902402 1.991242 1.993075 2.08584 2.180694 PdH3 1.293929898 1.388003883 1.485378709 1.586054377 1.690031 1.797308 1.907886 2.021765 2.138945 2.259426 2.3832076 2.510290018 2.640673 2.774357 2.911342 3.04879 3.051628 3.195215 3.342102 PdA -0.6530462 -0.4976708 -0.3368893 -0.1707028 ### ### ### ### ### ### 1.1438399 1.3532242 ### ### ### ### ### ### ### Qs + Qi 0.00325 0.00335 0.00345 0.003597 0.00355 0.00365 0.00375 PLANILHA DE CÁLCULO Edifício - Prop.: . - SITUAÇÃO DE CÁCULO: HIDRANTE HS6 COM HIDRANTE HS5 (SITUAÇÃO MAIS DESFAVORÁVEL) TRECHO COMUM Vazão Perdas Pressões Velocidade Bitola Comprimento Equivalente Comp. Real Unit. Trecho Acuml. Estática Dinâmica mm Qt. Peças Comp. Total l/s m/m mca mca mca mca m/s 63 1 Ent. Borda 1.9 1 VRH 5.2 1 RG 0.4 2 Curva 90 1.6 1 Te Bilateral 4.16 13.26 5 18.26 3.597 0.041477 0.757 0.757 3 2.243 1.154 TRECHO INDIVIDUAL - HS6 Vazão Perdas Pressões Velocidade Bitola Comprimento Equivalente Comp. Real Unit. Trecho Acuml. Estática Dinâmica mm Qt. Peças Comp. Total l/s m/m mca mca mca mca m/s 63 1 Reg. Ang. 10 10 0 10 1.448 0.008349 0.083 0.841 0.465 38 1 Mangueira 15 15 1.448 0.048102 0.722 1.562 1.277 19 1 Requinte 1.448 0.055 1.617 3 1.383 Pressão dinâmica: Pd = 0,086033795*0,001448^2/0,019^4 ~= 1,38 TRECHO INDIVIDUAL - HS5 Vazão Perdas Pressões Velocidade Bitola Comprimento Equivalente Comp. Real Unit. Trecho Acuml. Estática Dinâmica mm Qt. Peças Comp. Total l/s m/m mca mca mca mca m/s 63 1 Reg. Ang. 10 1 Te Lateral 3.43 13.43 2.8 16.23 2.149 0.0173 0.281 1.039 0.689 38 1 Mangueira 15 15 2.149 0.105949 1.589 2.628 1.895 19 1 Requinte 2.149 0.121 2.749 5.8 3.051 Tubulação FG Res. >= 180mca Pressão dinâmica: Responsabilidade técnica: - Crea PR Pd = 0,086033795*0,002149^2/0,019^4 ~= 3,05 Data: Novembro de 2008 Comp. Total Comp. Total Comp. Total 0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 -1 0 1 2 3 4 5 Row 29 Row 39 Row 49 Row 49
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H4-H3CLCULO HIDRANTE H4/H3D63 comumComp real5Comp eqv1 VRH5.21 EB1.91 RG0.42 CF1.61 TBL4.318.4IndivH4Real0Eq.1 RA1010H3Real2.8Eq1 TL3.431 RA1016.23PeA =3Desnvel =2.8COMUMQ (m/s)0.00150.0020.00250.0030.00350.003430.0040.0050.00550.0060.00650.0070.00750.0080.00850.0090.00950.010.0105H630.16397612290.27920119730.42189152410.59113422650.78620837610.75736617741.00652083291.52091972511.81418996322.13103998032.47116357682.83428265083.22014272843.62850946514.05916585734.51190998674.986553175.48291842346.0008391748PdA2.83602387712.72079880272.57810847592.40886577352.21379162392.24263382261.99347916711.47908027491.18581003680.86896001970.52883642320.1657173492-0.2201427284-0.6285094651-1.0591658573-1.5119099867-1.98655317-2.4829184234-3.0008391748INDIVIDUAL H4Q (m/s)0.00120.001250.00130.001350.0014480.00140.001450.00150.001550.00160.001650.00170.001750.00180.001850.00190.001950.0020.00205H630.05897653680.06360298310.06838945820.07333502310.08348641280.07843877950.08369986650.08911745810.09469076020.10041900860.1063014670.11233742530.11852619740.12486712020.13135955210.13800287150.1447964760.15173978110.1588322193Hman0.49554110880.53769651560.58157255130.62716921580.72152987850.67448650920.72352443140.77428298250.82676216240.88096197120.93688240880.99452347531.05388517061.11496749481.17777044781.24229402971.30853824041.376503081.4461885484Hreq0.03763930230.04084125690.04417390340.0476372420.05480449710.05123127260.05495599530.05881140990.06279751660.06691431530.0711618060.07553998870.08004886350.08468843030.08945868910.09435963990.09939128270.10455361760.1098466445h40.59215694790.64214075560.69413591290.74814148090.85982078830.80415656130.86218029320.92221185050.98425043921.0482952951.11434568181.18240088931.25246023151.32452304531.3985886891.47465654111.55272599921.63279647871.7148674123PdH40.95064237381.03151299241.11568445261.20315675441.38417754711.29392989771.38800388261.48537870911.58605437721.69003088681.7973082381.90788643082.02176546522.13894534112.25942605862.38320761772.51029001842.64067326062.7743573445PdA1.54279932181.6736537481.80982036561.95129823532.24399833542.0980864592.25018417582.40759055962.57030481632.73832618182.91165391993.09028732013.27422569673.46346838643.65801474763.85786415884.06301601764.27346973944.4892247567INDIVIDUAL H3Q (m/s)0.00140.001450.00150.001550.00160.001650.00170.001750.00180.001850.00190.001950.0020.002050.00210.0021490.002150.00220.00225H630.12730613910.13584488340.14463763450.15368310370.16298005090.1725272810.18232364130.19236801840.20265933610.2131965530.22397866050.23500468060.24627366480.2577846920.26953686730.28128712220.28152932040.29376120480.306231696Hman0.67448650920.72352443140.77428298250.82676216240.88096197120.93688240880.99452347531.05388517061.11496749481.17777044781.24229402971.30853824041.376503081.44618854841.51759464571.58924197511.59072137181.66556872681.7421367106Hreq0.05123127260.05495599530.05881140990.06279751660.06691431530.0711618060.07553998870.08004886350.08468843030.08945868910.09435963990.09939128270.10455361760.10984664450.11527036340.12071240530.12082477430.12650987730.1323256723h30.85302392090.91432531010.97773202691.04324278271.11085633741.18057149581.25238710531.32630205251.40231526121.48042568991.560632331.64293420371.72733036241.81381988491.90240187641.99124150271.99307546662.08583980892.180694079PdH31.29392989771.38800388261.48537870911.58605437721.69003088681.7973082381.90788643082.02176546522.13894534112.25942605862.38320761772.51029001842.64067326062.77435734452.91134226993.04878997323.05162803683.19521464543.3421020955PdA-0.6530462-0.4976708-0.3368893-0.17070280.00088720.17787970.36027350.54806750.74126060.93985171.14383991.35322421.56800361.78817722.01374412.24003152.24470352.48105452.7227962Qs + Qi0.003250.003350.003450.0035970.003550.003650.00375PLANILHA DE CLCULOEdifcio - Prop.: . - SITUAO DE CCULO: HIDRANTE HS6 COM HIDRANTE HS5 (SITUAO MAIS DESFAVORVEL)TRECHO COMUMVazoPerdasPressesVelocidadeBitolaComprimento EquivalenteComp. RealComp. TotalUnit.TrechoAcuml.EstticaDinmicammQt.PeasComp.Totall/sm/mmcamcamcamcam/s631Ent. Borda1.91VRH5.21RG0.42Curva 901.61Te Bilateral4.1613.26518.263.5970.04147678960.7570.75732.2431.154TRECHO INDIVIDUAL - HS6VazoPerdasPressesVelocidadeBitolaComprimento EquivalenteComp. RealComp. TotalUnit.TrechoAcuml.EstticaDinmicammQt.PeasComp.Totall/sm/mmcamcamcamcam/s631Reg. Ang.10100101.4480.00834864130.0830.8410.465381Mangueira15151.4480.04810199190.7221.5621.277191Requinte1.4480.0551.61731.383Presso dinmica:Pd = 0,086033795*0,001448^2/0,019^4 ~= 1,38TRECHO INDIVIDUAL - HS5VazoPerdasPressesVelocidadeBitolaComprimento EquivalenteComp. RealComp. TotalUnit.TrechoAcuml.EstticaDinmicammQt.PeasComp.Totall/sm/mmcamcamcamcam/s631Reg. Ang.101Te Lateral3.4313.432.816.232.1490.01730.2811.0390.689381Mangueira15152.1490.1059494651.5892.6281.895191Requinte2.1490.1212.7495.83.051Tubulao FG Res. >= 180mcaPresso dinmica:Responsabilidade tcnica: - Crea PRPd = 0,086033795*0,002149^2/0,019^4 ~= 3,05Data: Novembro de 2008
H4-H3
